Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2022-06-23-63
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Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 06/23/2022 | Sample Unique Key | 63 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/07/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 5 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.0% RAP and virgin PG 58-34 M from Marathon - Fernley |
| The quantity of what the sample constitutes | 750 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79081 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 896416 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2022-06-23-63-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Darrell Valasek, CT D02 - Redding Northern Regional Laboratory | 07/12/2022 | Darrell Valasek | Yes | 07/28/2022 | ||
| 2022-06-23-63-2 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | Darrell Valasek, CT D02 - Redding Northern Regional Laboratory | 07/12/2022 | Darrell Valasek | Yes | 07/28/2022 | ||
| 2022-06-23-63-3 | AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void) | Darrell Valasek, CT D02 - Redding Northern Regional Laboratory | 07/12/2022 | Darrell Valasek | Yes | 07/28/2022 | ||
| 2022-06-23-63-4 | AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction) | Darrell Valasek, CT D02 - Redding Northern Regional Laboratory | 07/12/2022 | Darrell Valasek | No | Percent binder content stated here is the target value, actual binder content was not determined. | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2022-06-23-63-1 AASHTO T209-12 (Verified)
DIME Test ID: 2022-06-23-63-2 AASHTO T275-07r12 (Verified)
DIME Test ID: 2022-06-23-63-3 AASHTO T269-14 (Verified)
DIME Test ID: 2022-06-23-63-4 AASHTO T312-14